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Appendix A - Proposal Plans
Plans and drawings: the text below has words only, no drawings.
DP DM150 SN4 PVC Down Pipes DP 175 Quad-gutter DP DP
Water Tank 24.5kL
5 Degrees
Water Tank 24.5kL
Water Tank 24.5kL
5 Degrees
DP DM100 SN2 PVC Down Pipes DP 175 Quad-gutter DP DP
ROOF PLAN
N.T.S
MAIN SHED GUTTER DESIGN INFORMATION
RAINFALL TIME OF CONCENTRATION - 5 MIN.
5
RAINFALL INTENSITY = Q100= 260mm/hr
ROOF RUNOFF COEFFICIENT (C) = 0.9
ROOF AREA = 308 SQM
3
TOTAL ROOF FLOW (Q) = 0.02 M/SEC (20 LT/SEC)
FACTOR OF SAFETY = 1.5 : Q=30 LT/SEC
QUAD GUTTER SPLODE = 1.0 PERCENT
DOWN PIPE SIZE : 4 x 150mm PVC.
Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
Consulting Engineer and may not be copied, altered, sections omitted or erased and changes made without the prior
written approval of Blackall Range Consulting Engineer. Acceptance of Blackall Range Consulting Engineer fee proposal
or estimate is deemed sufficient to effectuate an agreement. Non-payment of said fee proposal or estimate and
subsequent use of Blackall Range Consulting Engineer drawings or material is a breach of said agreement and subject
to litigation. ABN 94950162458
Rev. No. Drawn Amendment Details
0
Drawn
CJF
Checked
CJF
Date
Site Classification: M Blackall Range Email: [email protected]
PO Box 342, MAPLETON, QLD
Phone: 54457353 CLIENT: PROJECT DETAILS: Sheet No. 05 of 21
Mobile: 0419140465
Soil Classification: CI Consulting Civil, Structural & Geotechnical Engineer
TONY MORRISSEY PROPOSED SHED
Date Issued: Nov 2024
CAD File:
Copyright: The design and engineering content shown on this drawing remains the property
Wind Category: N3 Campbell J Foster 695 COLES CREEK ROAD DRAWING NUMBER REV.
of Blackall Range Consulting Engineer and may not be copied, altered, sections omitted
or erased and changed in any way without the prior written approval from Blackall
Range Consulting Engineer. ABN 94950162458
Terrain Category: 2.5 MEIAust (CPEng Civil), RPEQ 7228, NER
COORAN 2024-1079-S05 1
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